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A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils
A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils
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A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils

Chen, Haohua ; Li, Lin ; Li, Jingpei ; Sun, De’an

Acta geotechnica, 2022-02, Vol.17 (2), p.635-651 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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2
Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests
Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests
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Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests

Raheem, Aram M. ; Vipulanandan, Cumaraswamy

Geotechnical and geological engineering, 2021-04, Vol.39 (4), p.3047-3063 [Periódico revisado por pares]

Cham: Springer International Publishing

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3
Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils
Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils
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Consistency Index and Its Correlation with EPB Excavation of Mixed Clay–Sand Soils

de Oliveira, Daniela G. G. ; Thewes, Markus ; Diederichs, Mark S. ; Langmaack, Lars

Geotechnical and geological engineering, 2019-01, Vol.37 (1), p.327-345 [Periódico revisado por pares]

Cham: Springer International Publishing

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4
Performance investigation of 3D printed clay soil using fiber Bragg grating technology
Performance investigation of 3D printed clay soil using fiber Bragg grating technology
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Performance investigation of 3D printed clay soil using fiber Bragg grating technology

Hong, Chengyu ; Wang, Xuetao ; Han, Kaihang ; Su, Dong ; Chen, Zhangwei

Acta geotechnica, 2022-02, Vol.17 (2), p.453-462 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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5
Void Ratio–Dependent Water Retention Model for a Deformable Residual Clay
Void Ratio–Dependent Water Retention Model for a Deformable Residual Clay
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Void Ratio–Dependent Water Retention Model for a Deformable Residual Clay

Xu, Xu-tang ; Jian, Wen-bin ; Wu, Neng-sen ; Xu, Xiang ; Shao, Lian-jin

International journal of geomechanics, 2020-08, Vol.20 (8) [Periódico revisado por pares]

Reston: American Society of Civil Engineers

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6
Treatment and Recovery of Clay Soils Using Geopolymerization Method
Treatment and Recovery of Clay Soils Using Geopolymerization Method
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Treatment and Recovery of Clay Soils Using Geopolymerization Method

Ahmed Hisseini, Baba Hassane ; Bennabi, Abdelkrim ; Hamzaoui, Rabah ; Makki, Lamis ; Blanck, Gaëtan

International journal of geomechanics, 2021-11, Vol.21 (11) [Periódico revisado por pares]

Reston: American Society of Civil Engineers

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7
Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays
Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays
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Impact of Carpet Waste Fibre Addition on Swelling Properties of Compacted Clays

Mirzababaei, M. ; Miraftab, M. ; Mohamed, M. ; McMahon, P.

Geotechnical and geological engineering, 2013-02, Vol.31 (1), p.173-182 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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8
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling
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Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling

Li, Biao ; Akhtar, Sohail

Bulletin of engineering geology and the environment, 2022-10, Vol.81 (10), Article 429 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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9
Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils
Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils
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Use of Sewage Sludge Ash and Hydrated Lime to Improve the Engineering Properties of Clayey Soils

Norouzian, Kamyar ; Abbasi, Nader ; Abedi Koupai, Jahangir

Geotechnical and geological engineering, 2018-06, Vol.36 (3), p.1575-1586 [Periódico revisado por pares]

Cham: Springer International Publishing

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10
In situ study of the shrinkage-swelling of a clay soil over several cycles of drought-rewetting
In situ study of the shrinkage-swelling of a clay soil over several cycles of drought-rewetting
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In situ study of the shrinkage-swelling of a clay soil over several cycles of drought-rewetting

Fernandes, Marion ; Denis, Alain ; Fabre, Richard ; Lataste, Jean-François ; Chrétien, Marie

Engineering geology, 2015-06, Vol.192, p.63-75 [Periódico revisado por pares]

Elsevier B.V

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